Basal anti-heave stability of foundation pits in unsaturated soils
It is known that the soils surrounding a foundation pit are commonly in an unsaturated condition and the displacement of a retaining wall routinely rotates around wall bottom (i.e., RB displacement mode). The bearing capacity of strip foundations at wall bottom with a single-sided sliding surface an...
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| Format: | Artigo |
| Sprog: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2024-08-01
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| Serier: | Yantu gongcheng xuebao |
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| Online adgang: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20221513 |
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